FOUNDATION PLANS C A L E M1 : 100
PROPOSED DOTC ANNEX BUILDING
C1/F2
C1/F
2
C1/F2 C1/F2
C1/F
1
C1/F
1
C1/F
1
C1/F1
C1/F
1
C1/F
2C1
/F2
C1/F
2C1
/F2
C1/F2 C1/F2
C1/F
2C1
/F2
C1/F
2C1
/F2
FTB
FTBC1
/F1
12000
4000 4000 4000
18
00
0
45
00
45
00
45
00
45
00
B
A
C
D
E
41 32
FTB FTB
FTB FTB FTB
FTB FTB FTB
FTB FTB FTB
FTB FTB FTB
FTB
FTB
FTB
FTB
FTB
FTB
FTB
WFWF
WFWF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
SECOND FLOOR FRAMING PLANS C A L E M1 : 100
PROPOSED DOTC ANNEX BUILDING
2C1
2B1 2B1 2B1
2B10 2B10
2B2
2B2
2B3
SB1
2B3
2B1 2B1 2B1
2B10
2B10 B10
2B1
2B1
2B1
2B2
2B2
2B2
2B2
2B10 B102B10
2B2
2B2
2B2
2B2
2B1
2B3
SB1
2B3
2B1
2B12B1
2B10 2B10
2B1 2B1
2B2
2B2
4000 4000 4000
12000
18
00
0
45
00
45
00
45
00
45
00
B
A
C
D
E
41 32
CB1 CB1 CB1CB1
CB1 CB1 CB1CB1
CB1
CB1
CB1
CB1
CB1
CB1
CB1
CB1
PB1
PB1
PB1
PB1
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S3
S3
S3
S1
S1
750
75
0
2C1 2C1 2C1
2C1 2C1 2C1 2C1
2C1 2C1 2C1 2C1
2C1 2C1 2C1 2C1
2C1 2C1 2C1 2C1
S3
S3S3S3
S3
S3
S3
S3
S3S3 S3 S3
S3
S3
S3
S3
THIRD FLOOR FRAMING PLANS C A L E M1 : 100
PROPOSED DOTC ANNEX BUILDING
3C1 3C1 3C1 3C1
3C13C1
3C13C1 3C1 3C1
3C1 3C1
3C1 3C1 3C1 3C1
3B1 3B1 3B1
3B10 3B10
3B10
3B1 3B1 3B1
3B10 3B103B10
3B1 3B1 3B1
3B10 3B103B10
3B1 3B1 3B1
3B103B10
3B1 3B1
3B2
3B2
3B2
3B2
3B2
3B2
3B2
3B2
3B2
3B2
3B2
3B3
SB1
3B3
SB2
2B2
3B2
3B2
3B1
4000 4000 4000
12000
18
00
0
45
00
45
00
45
00
45
00
B
A
C
D
E
41 32
NOTE: USE STEEL DECK TYPE OF FLOORING
CB1 CB1 CB1CB1
CB1 CB1 CB1CB1
CB1
CB1
CB1
CB1
CB1
CB1
CB1
CB1
CB1 CB1
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2
S2S3
S3
S1
S2
S2
750
75
0
PB1
PB1
PB1
PB1
750
13
28
2200
S3S3
S3
S3 S3 S3 S3
S3
S3
S3
S3S3S3
S3
S3
S3
JMC
JCC
2015PROJECT SCOPE:
Total Sheet No.:
Sheet No.:
LOCATION :
PROJECT NAME :
CONSTRUCTION OF DEPARTMENT OF TRANSPORTATION ANDCOMMUNICATIONS ANNEX BUILDING
/
A S S H O W N
Sheet Content: Revisions:REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF TRANSPORTATION AND
COMMUNICATIONS
PROJECT DEVELOPMENT SERVICE
UNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK,
ORTIGAS AVENUE, MANDALUYONG CITY 1555
P
S
R
A
F
N
A
R
T
M
T
O
T
N
E
O
O
C
D
N
A
T
R
A
N
O
I
T
P
C
I
N
U
A
E
D S
N
O
I
T
M
M
The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be made.
DRAWN BY:
CHECKED BY:
DATE DRAWN:
DATE PRINTED:
DATE APPROVED:SCALE : AS SHOWN
Construction of DOTC Annex Building
Butuan City
JENALD MICHAEL B. CRUZ
2015
Prepared by:
2015
Engineer IV, Project Development ServiceJULIUS C. CARLOS
Checked / Submitted by:
Director, Project Development ServiceDEO LEO N. MANALO
Approved by:
S-11
8 18
4
ROOF FRAMING PLANS C A L E M1 : 100
PROPOSED DOTC ANNEX BUILDING
4000 4000 4000
12000
18
00
0
45
00
B
A
C
D
E
41 32
45
00
45
00
45
00
T-1
T-1
T-1
HT-2
HT-2
HT-2
HT-2
HT-2
HT-2
HT-2
HT-2
HT-1 HT-1
HT-1 HT-1
RBRB
RBRB
RB RB RB
RB RB RB
RBRB
RBRB
VT-1
VT-1
CB1 CB1 CB1CB1
CB1 CB1 CB1CB1
CB1
CB1
CB1
CB1
CB1
CB1
CB1
PB2
CB1 CB1
PB2
PB2
PB2
3C1 3C1 3C1 3C1
3C13C1
3C1 3C1
3C1 3C1
3C1 3C1 3C1 3C1
1075
10
75
10
75
1075
FOOTING SCHEDULE:
MARKDIMENSIONS (m)
REINFORCEMENTSLENGTH WIDTH THICKNESS
F1 2.25 2.25 0.45
F2 2.80 2.80 0.5 20pcs-16mmØ REBAR, B.B., BOTHWAYS
16pcs-16mmØ REBAR, BOTHWAYS, B.B.
DEPTH
2.0
2.0
BEAM SCHEDULE
NAMEWIDTH (mm)
DEPTH (mm)
FTB
2B1
2B2
2B10& 3B10
3B1
3B2
3B3
RB
SB1
200
250
250
2B3
SB2
250
250
200
200
200
300
500
500
500
300
300
300
300
@ SUPPORT @ MIDSPAN
2-16mmØ TB
2-16mmØ BB
5-16mmØ TB
3-16mmØ BB
5-16mmØ TB
3-16mmØ BB
4-16mmØ TB
3-16mmØ BB
2-16mmØ TB
2-16mmØ BB
3-16mmØ TB
2-16mmØ BB
2-16mmØ TB
2-16mmØ BB
2-16mmØ TB
2-16mmØ BB
2-16mmØ TB
2-16mmØ BB
2-16mmØ TB
5-16mmØ BB
2-16mmØ TB
6-16mmØ BB
2-16mmØ TB
4-16mmØ BB
2-16mmØ TB
3-16mmØ BB
2-16mmØ TB
3-16mmØ BB
2-16mmØ TB
3-16mmØ BB
2-16mmØ TB
2-16mmØ BB
REINFORCEMENT
10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm
STIRRUPS
10mmØ STIRRUPS 1@50mm4@100mm; REST @ 250mm
10mmØ STIRRUPS 1@50mm4@100mm; REST @ 250mm
10mmØ STIRRUPS 1@50mm4@100mm; REST @ 250mm
10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm
10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm
10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm
10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm
CB1 250 5006-16mmØ TB
2-16mmØ BB
-
-
10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm
PB1 200 5003-16mmØ TB
2-16mmØ BB
2-16mmØ TB
3-16mmØ BB
10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm
PB2 200 5003-16mmØ TB
2-16mmØ BB
2-16mmØ TB
4-16mmØ BB
10mmØ STIRRUPS 1@50mm3@100mm; REST @ 200mm
250
250
250
500
500
500
5-16mmØ TB
3-16mmØ BB
5-16mmØ TB
3-16mmØ BB
4-16mmØ TB
3-16mmØ BB
2-16mmØ TB
5-16mmØ BB
2-16mmØ TB
6-16mmØ BB
2-16mmØ TB
4-16mmØ BB
10mmØ STIRRUPS 1@50mm4@100mm; REST @ 250mm
10mmØ STIRRUPS 1@50mm4@100mm; REST @ 250mm
10mmØ STIRRUPS 1@50mm4@100mm; REST @ 250mm
400
40
0
C1/2C1
400
40
0
3C1
DETAIL OF COLUMNS C A L E 1:20 MTS
h
d
AT MID SPANBEAM SECTION B-B
TOP BARS
STIRRUPSBOTTOM
BARS
L/4
B-BA-A
L/5
L/4
L/5
L1
STIRRUPS
TOP BARS
BOTTOM BARS BOTTOM BARS
TOP BARS
A-A
L2COLUMN
WIDTH
CANTILIVER BEAMSECTIOM
TYPICAL FLOOR BEAM/ROOFBEAM/GIRDER SECTION
COLUMN
WIDTH
TOP BARS
BOTTOM BARS
TYPICAL DETAIL OF BEAMS C A L E 1 : 20 MTS
BOTTOM BARS
h
d
AT SUPPORTBEAM SECTION A-A
TOP BARS
STIRRUPSBOTTOM
BARS
40
0
20
0
400
WALL FOOTING (WF) DETAILS C A L E 1 : 10 MTS
6576
1200 1500 1500
13151
576900
6576
1500 12001500
10
40
576900
52
0
756 756 756 756
3025
4513
576 969 1000 1200769
9298
430
733 1000 1000 1200 1200 1500
1500
10
40
734
DE
PT
H
D1
T
12
5
L
W
COLUMN(SEE SCHEDULE)
(SEE FOOTING SCHEDULE)
PLAN
SECTION
FTB
50
09
00
14
00
GUTTER / PARAPET DETAILS C A L E 1 : 30 MTS
1075
100
200
469
10
0
57
6
NAME THK.
S1 100
REINFORCEMENTS (12mmØ)
SLAB SCHEDULE:
SHORT DIRECTION LONG DIRECTION
@ SUPPORT(L/4) @ MIDSPAN(L/2)
10MMØ TB @ 100MM
100
100
S2
S3
TYPE
2-WAY
2-WAY
1-WAY
@ SUPPORT(L/4) @ MIDSPAN(L/2)
10MMØ BB @ 400MM
10MMØ TB @ 400MM
10MMØ BB @ 100MM
10MMØ TB @ 100MM
10MMØ BB @ 400MM
10MMØ TB @ 100MM
10MMØ BB @ 400MM10MMØ TB @ 300MM 10MMØ TB @ 300MM
10MMØ TB @ 200MM 10MMØ TB @ 200MM 10MMØ TB @ 300MM 10MMØ TB @ 300MM
10MMØ TB @ 100MM
10MMØ BB @ 400MM
10MMØ TB @ 400MM
10MMØ BB @ 300MM
15
00
750
100
25
05
00
75
0
750
200
50
50
06
50
4 - 12mmØ VERT. BARS W/
10mmØ TIES @ 150mm OC
16mmØ TENSION BAR W/
TURN-BUCKLE
200mm x 200mm
CANOPY PLANTED
COLUMN
16mmØ ANCHOR BAR
16mmØ HOOK BAR
FULLY WELDED @
ANGLE BAR
ALLUMINUM
CLADDING
TRUSS DIAGRAMS C A L E M1 : 100 M
TYPICAL FOOTING DETAILSS C A L E M1 : 40
JMC
JCC
2015PROJECT SCOPE:
Total Sheet No.:
Sheet No.:
LOCATION :
PROJECT NAME :
CONSTRUCTION OF DEPARTMENT OF TRANSPORTATION ANDCOMMUNICATIONS ANNEX BUILDING
/
A S S H O W N
Sheet Content: Revisions:REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF TRANSPORTATION AND
COMMUNICATIONS
PROJECT DEVELOPMENT SERVICE
UNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK,
ORTIGAS AVENUE, MANDALUYONG CITY 1555
P
S
R
A
F
N
A
R
T
M
T
O
T
N
E
O
O
C
D
N
A
T
R
A
N
O
I
T
P
C
I
N
U
A
E
D S
N
O
I
T
M
M
The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be made.
DRAWN BY:
CHECKED BY:
DATE DRAWN:
DATE PRINTED:
DATE APPROVED:SCALE : AS SHOWN
Construction of DOTC Annex Building
Butuan City
JENALD MICHAEL B. CRUZ
2015
Prepared by:
2015
Engineer IV, Project Development ServiceJULIUS C. CARLOS
Checked / Submitted by:
Director, Project Development ServiceDEO LEO N. MANALO
Approved by:
S-22
9 18
4
PARAPET DETAILS C A L E M1 : 30
50
10
00
80
0
15
0
80
0
14
80
18
20
34
61
15
0
50
2
6
9
9
L
/
4
L
/
4
L
/
4
L
/
4
150
175
SECTION DETAILSS C A L E M1 : 20
TYPICAL STAIR RAILINGS
20
0m
m
E
Q
.
E
Q
.
10
00
2315
650 555 555555
L
/
5
3
0
0
L
/
5
3
0
0
L
/
4
L
/
4
8=
E
QU
AL
R
IS
ER
@
18
5m
m=
1
48
0m
m
7= EQUAL THREADS @
275mm= 1925mm
1610
E
3535
2
7
4
1
FLIGHT STAIR DETAILS C A L E M1 : 40 M
TYPICAL
3
4
°
30
0
200
275
18
3.3
3
SPOT DETAILS C A L E M1 : 20
TYPICAL
1
5
0
300
TYPICAL SECTIONS C A L E M1 : 50 M
STAIR
1
9
5
4
22
92
3
4
°
10
00
3
4
°
10
00
11
80
30
03
00
18
20
14
80
14
80
33
00
18
20
66
00
1
9
5
4
26
87
61
32
68
76
13
30
00
96
00
18
-E
QU
AL
R
IS
ER
@
1
83
.3
3m
m =
33
00
mm
33
00
33
00
1535
22
92
18
-E
QU
AL
R
IS
ER
@
1
83
.3
3m
m =
33
00
mm
33
00
26
3036
DOWN
22
12
50
50
01
25
0
3RD FLOORS C A L E M1 : 50 M
STAIR (A)
ED
260
1200
3110
19
301418
DOWN
UP
12
50
50
01
25
0
ED
260
1200
3110
2ND FLOORS C A L E M1 : 50 M
STAIR ( A/B )
7-EQUAL THREADS @ 275mm=1925mm
1
UP
15
E
GROUND FLOORS C A L E M1 : 50 M
STAIR ( A/B)
D
12
50
50
01
10
0
15
0
260
1200
3385
CROSS SECTION DETAILS C A L E M1 : 20
TYPICAL STAIR
31
5
150
15
0
150
75
75
20
0
1400
JMC
JCC
2015PROJECT SCOPE:
Total Sheet No.:
Sheet No.:
LOCATION :
PROJECT NAME :
CONSTRUCTION OF DEPARTMENT OF TRANSPORTATION ANDCOMMUNICATIONS ANNEX BUILDING
/
A S S H O W N
Sheet Content: Revisions:REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF TRANSPORTATION AND
COMMUNICATIONS
PROJECT DEVELOPMENT SERVICE
UNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK,
ORTIGAS AVENUE, MANDALUYONG CITY 1555
P
S
R
A
F
N
A
R
T
M
T
O
T
N
E
O
O
C
D
N
A
T
R
A
N
O
I
T
P
C
I
N
U
A
E
D S
N
O
I
T
M
M
The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be made.
DRAWN BY:
CHECKED BY:
DATE DRAWN:
DATE PRINTED:
DATE APPROVED:SCALE : AS SHOWN
Construction of DOTC Annex Building
Butuan City
JENALD MICHAEL B. CRUZ
2015
Prepared by:
2015
Engineer IV, Project Development ServiceJULIUS C. CARLOS
Checked / Submitted by:
Director, Project Development ServiceDEO LEO N. MANALO
Approved by:
S-33
10 18
4
1425
1625
20
0
12
00
6950
14
25
14
00
20
0
6874
12
4
750
200
50
50
06
50
4 - 12mmØ VERT. BARS W/
10mmØ TIES @ 150mm OC
16mmØ TENSION BAR W/
TURN-BUCKLE
200mm x 200mm
CANOPY PLANTED
COLUMN
16mmØ ANCHOR BAR
16mmØ HOOK BAR
FULLY WELDED @
ANGLE BAR
ALLUMINUM
CLADDING
JMC
JCC
2015PROJECT SCOPE:
Total Sheet No.:
Sheet No.:
LOCATION :
PROJECT NAME :
CONSTRUCTION OF DEPARTMENT OF TRANSPORTATION ANDCOMMUNICATIONS ANNEX BUILDING
/
A S S H O W N
Sheet Content: Revisions:REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF TRANSPORTATION AND
COMMUNICATIONS
PROJECT DEVELOPMENT SERVICE
UNIT 83, THE COLUMBIA TOWER, BRGY. WACK WACK,
ORTIGAS AVENUE, MANDALUYONG CITY 1555
P
S
R
A
F
N
A
R
T
M
T
O
T
N
E
O
O
C
D
N
A
T
R
A
N
O
I
T
P
C
I
N
U
A
E
D S
N
O
I
T
M
M
The copyright of this drawing remains the property of the Department of Transportation and Communications whose permission must be obtained before any use of it can be made.
DRAWN BY:
CHECKED BY:
DATE DRAWN:
DATE PRINTED:
DATE APPROVED:SCALE : AS SHOWN
Construction of DOTC Annex Building
Butuan City
JENALD MICHAEL B. CRUZ
2015
Prepared by:
2015
Engineer IV, Project Development ServiceJULIUS C. CARLOS
Checked / Submitted by:
Director, Project Development ServiceDEO LEO N. MANALO
Approved by:
S-44
11 18
4
184184184
12
4
184
CANOPY SECTIONS C A L E M1 : 30
2"x2"x3/16" ANGLE BAR
12mmØ DRSB
ALUMINUM CLADDING
W/ FRAMES
12mmØ CROSS BRACED
200 x 200mm PLANTED CANOPY COLUMN
2"x2"x3/16" ANGLE BAR
16mmØ TENSION BAR W/ TURN-BUCKLE
PARAPET WALL
CANOPY DETAILS C A L E M1 : 30
SPOT DETAILS C A L E M1 : 30
CANOPY PLAN & SECTIONS C A L E M1 : 30